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Stockton Dodge, Waste Oil & Waste Antifreeze Tank Assessment (2010) <br /> Stockton Dodge <br /> Waste Antifreeze Tank Seismic Calculation <br /> cylindrical,closed top,vertical <br /> Material of Construction: Ape <br /> Shell Height,in 49.000 <br /> Shell Dia.In 36.000 <br /> Volume of Tank,in3 49850.640 <br /> Volume of Tank,gallons 215.804 <br /> Working Volume,gal 194.223 <br /> S.G.of contents 0.950 <br /> Weight of Contents,lbs 1538.831 <br /> Tank Wall Thickness,mm 6.400 <br /> Tank Wall Thickness,in 0.252 <br /> Wt of Tank, lbs 150.000 <br /> Total Weight of Tank and Contents,lbs 1688.831 <br /> Zip Code 95212.000 <br /> Height of CG,in 22.000 <br /> Overturning M oment Arm,in 22.000 <br /> Resisting M oment Arm,in 24.000 <br /> Ss 0.751 <br /> SI 0.269 <br /> Soil Class D <br /> Fa 1.200 <br /> F v 1.862 <br /> Sms 0 901 <br /> S m I 0.501 <br /> Sd s 0.601 <br /> Shc 0.334 <br /> To 0.111 <br /> Ts 0.556 <br /> E,Ape,psi 116000.000 <br /> I,in4 451B.184 <br /> k,Ibf/in 147664.157 <br /> T,sec 0.410 <br /> a 1.000 <br /> Solis 0.601 <br /> Importance Factor 1.000 <br /> Fp 450.355 <br /> Fp min 304.395 <br /> Fp max 1523.439 <br /> Fp rules 450.355 <br /> Overturning M oment,inlbf 9907.808 <br /> Resisting M oment,inlbf 40531.944 <br /> Resisting M oment>Overturning M oment <br /> No Tension on Anchors <br /> Qe 450.355 <br /> pQe lbs 450.355 <br /> 2SdsD 202.930 <br /> E 653.285 <br /> U=12D+t0E+5L+0.2S <br /> #of bolts 2.000 <br /> Vu lbs/bolt 225.177 <br /> Tu-lbs/bo It -10.085 <br /> no tension <br /> U=0 9D-(13W or 1.0)E <br /> Vu lbs/bolt 225.177 <br /> Tu-lbs/bolt -226.048 <br /> no tension <br /> Shear Strength of Anchor.Lbs 4760.000 <br /> #of Anchors2.000 <br /> Facto r of Safety fo r Shear 21.139 <br /> Strandberg Associates 1(866) 388-0404 (650) 329-8918 rwaterquy(c-rwaterguy.com 27 <br />